PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/21/23 EST. NO. 031 TIME 03:17 PM R.E. NAME: LENART, ELVIRA 08-1H2904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/21/23 EST. NO. 031 TIME 03:17 PM R.E. NAME: LENART, ELVIRA 08-1H2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PROGRESS UPDATES -12,107.00 011 PERFORMANCE FAILURE -78,773.50 014 PERFORMANCE FAILURE -31,418.80 016 PROMPT PAYMENT 45,788.74 019 MISSING SCHEDULES -14,574.70 021 RELEASE OF MARCH DED 12,107.00 022 0.00 -78,978.26 LABOR COMPLIANCE VIOLATION OCTOBER 2021 -10,000.00 006 OCTOBER 2021 10,000.00 007 FEBRUARY 2022 -10,000.00 010 MARCH 2022 10,000.00 012 SEPTEMBER 2022 -1,000.00 017 SEPTEMBER 2022 1,000.00 019 0.00 0.00 LIQUIDATED DAMAGES 67 DAYS @$6,800.00 -455,600.00 030 31DAYS@6800 LD -210,800.00 031 -210,800.00 -666,400.00 TOTAL DEDUCTIONS -210,800.00 -745,378.26 PROGRAM CAS145 PAGE 1 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 03:17 PM ESTIMATE NO. 031 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/21/23 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-173-18.6/18.7 ----------------------- STRONGHOLD ENGINEERING NEAR CEDAR GLEN AT 0.1 MI SOUTH OF 150 W WALNUT AVE OF HOSPITAL ROAD PERRIS, CA 92571 FED. AID NO. ACST-S173(4)E REPLACE MBGR WITH CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,750.0000 2,750.00 1.000 2,750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,960.0000 15,960.00 0.750 11,970 003 TIME-RELATED OVERHEAD (WDAY) WDAY 720.0000 277,200.00 34.000 24,480.00 420.000 302,400 004 DEVELOP WATER SUPPLY LS 109,200.0000 109,200.00 0.120 13,104.00 0.900 98,280 005 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.800 9,600 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 40.0000 8,800.00 198.000 7,920 FOR CONSTRUCTION AREA SIGNS 007 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.820 246,000 008 FLASHING ARROW SIGN EA 6,645.0000 53,160.00 4.000 26,580 009 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,380.00 11.000 660 010 PORTABLE DELINEATOR EA 67.0000 1,541.00 23.000 1,541 011 PORTABLE FLASHING BEACONS LS 12,000.0000 12,000.00 0.890 10,680 012 TEMPORARY PAVEMENT MARKER EA 400.0000 30,400.00 60.000 24,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.890 16,020 014 TEMPORARY RAILING (TYPE K) LF 40.0000 53,600.00 1,380.000 55,200 015 TEMPORARY CRASH CUSHION MODULE EA 1,332.0000 55,944.00 43.000 57,276 016 JOB SITE MANAGEMENT LS 702,960.0000 702,960.00 0.920 646,723 017 PREPARE STORM WATER POLLUTION PREVENTION LS 1,896.0000 1,896.00 0.750 1,422 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 22.000 11,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 270.0000 6,480.00 2.000 540 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 021 TEMPORARY SOIL BINDER SQYD 3.6000 7,200.00 1,200.000 4,320 022 TEMPORARY COVER SQYD 3.6000 7,200.00 1,800.000 6,480 PROGRAM CAS145 PAGE 2 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 03:17 PM ESTIMATE NO. 031 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 480.0000 960.00 4.000 1,920 024 TEMPORARY FIBER ROLL LF 13.2000 13,200.00 900.000 11,880 025 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 1.000 6,000 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 5,280.00 740.000 2,960 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 2.4000 13,320.00 0.000 0 028 CLEARING AND GRUBBING (LS) LS 6,000.0000 6,000.00 0.700 4,200 029 ROADWAY EXCAVATION CY 31.2000 117,312.00 2,835.500 88,467 030 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 673.2000 151,470.00 168.750 113,602 (F) 031 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 86.4000 166,752.00 1,930.000 166,752 (F) 032 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 916.0000 26,564.00 29.000 26,564 (F) 033 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 531.6000 15,948.00 0.000 0 (F) 034 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 520.0000 51,480.00 99.000 51,480 (F) 035 LEAN CONCRETE BACKFILL CY 175.0000 7,175.00 41.000 7,175 (F) 036 IMPORTED BORROW (CY) CY 117.6000 87,024.00 651.000 76,557 037 PLANT (GROUP M) EA 32.5000 3,185.00 0.000 0 038 PLANT ESTABLISHMENT WORK LS 35,700.0000 35,700.00 0.000 0 039 WOOD MULCH CY 460.0000 230.00 0.000 0 040 DUFF (SQFT) SQFT 2.4000 12,000.00 0.000 0 041 HYDROSEED SQFT 1.0000 5,000.00 0.000 0 042 INCORPORATE MATERIALS SQFT 3.6000 18,000.00 0.000 0 043 CLASS 2 AGGREGATE BASE (CY) CY 84.0000 18,480.00 220.000 18,480 044 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.000 0 045 PRIME COAT TON 4,200.0000 4,200.00 1.000 4,200 046 HOT MIX ASPHALT (TYPE A) TON 126.0000 134,820.00 363.650 45,819 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 70.0000 1,680.00 0.000 0 048 TACK COAT TON 780.0000 780.00 0.000 0 049 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 360.0000 2,520.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 03:17 PM ESTIMATE NO. 031 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 54,540.00 0.000 0 051 SOIL NAIL LF 69.0000 1,380,621.00 20,141.000 1,389,729 052 TEMPORARY DEBRIS COLLECTION SYSTEM LS 144,000.0000 144,000.00 1.000 144,000 (TDCS) 053 STEEL SOLDIER PILE (W14 X 82) LF 90.0000 110,700.00 1,230.000 110,700 054 24" DRILLED HOLE LF 180.0000 223,200.00 1,240.000 223,200 055 STRUCTURAL CONCRETE, CAP CY 1,800.0000 23,400.00 13.000 23,400 (F) 056 STRUCTURAL CONCRETE, SOIL NAIL WALL CY 830.0000 367,690.00 445.400 369,682 (F) 057 STRUCTURAL CONCRETE, BARRIER SLAB CY 725.0000 138,475.00 191.000 138,475.00 191.000 138,475 (F) 058 STRUCTURAL CONCRETE, SOLDIER PILE WALL CY 365.0000 13,870.00 0.000 0 (F) 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,080.0000 6,480.00 5.000 5,400 (F) 060 ROCK TEXTURE SQFT 23.0000 203,780.00 8,860.000 203,780 (F) 061 DRILL AND BOND DOWEL LF 88.0000 222,376.00 3,507.000 308,616 062 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7000 96,679.00 57,031.000 96,952 (F) 063 BAR REINFORCING STEEL (SOLDIER PILE LB 1.5000 63,390.00 38,902.000 58,353.00 38,902.000 58,353 (F) WALL) 064 ROCK SCULPTED SHOTCRETE SQFT 30.0000 172,800.00 5,856.000 175,680 065 SHOTCRETE CY 276.0000 19,872.00 72.000 19,872 066 STRUCTURAL SHOTCRETE CY 1,663.0000 335,926.00 203.200 337,921 (F) 067 TIMBER LAGGING MFBM 9,600.0000 172,800.00 18.000 172,800 (F) 068 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 1.000 30,000 069 18" ALTERNATIVE PIPE CULVERT LF 177.6000 2,664.00 15.000 2,664 070 18" CORRUGATED STEEL PIPE (.064" THICK) LF 93.0000 1,488.00 16.000 1,488 071 6" ALTERNATIVE PIPE RISER LF 150.0000 75,000.00 500.000 75,000 072 REMOVE PIPE (LF) LF 24.0000 72.00 3.000 72 073 REMOVE INLET EA 1,104.0000 2,208.00 2.000 2,208 074 CONCRETE (GUTTER LINING) CY 1,997.0000 61,907.00 31.000 61,907 075 CONCRETE (CHANNEL LINING) CY 1,140.0000 19,380.00 17.000 19,380 076 ROCK SLOPE PROTECTION CY 38.0000 836.00 22.000 836 (1/4 T, CLASS V, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 03:17 PM ESTIMATE NO. 031 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 560.00 56.000 560 078 MISCELLANEOUS IRON AND STEEL LB 4.8000 9,432.00 1,572.000 7,545 (F) 079 PREPARE AND STAIN CONCRETE SQFT 3.0000 7,650.00 0.000 0 080 PREPARE AND STAIN CONCRETE SQFT 4.0000 35,440.00 8,860.000 35,440 (ROCK TEXTURE) 081 PREPARE AND STAIN SHOTCRETE SQFT 3.2500 18,720.00 5,760.000 18,720 082 REMOVE PAVEMENT MARKER EA 2.5000 200.00 62.000 155 083 PAVEMENT MARKER EA 2.5000 275.00 0.000 0 (RETROREFLECTIVE-RECESSED) 084 RESET ROADSIDE SIGN (ONE POST) EA 1,060.0000 6,360.00 0.000 0 085 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 400.00 1.000 400 086 CABLE RAILING LF 120.0000 92,400.00 770.000 92,400 (F) 087 CONCRETE BARRIER (TYPE 60MD) LF 240.0000 184,800.00 770.000 184,800 088 CONCRETE BARRIER (TYPE 80) LF 270.0000 104,760.00 0.000 0 (F) 089 REMOVE GUARDRAIL LF 12.0000 4,200.00 350.000 4,200 090 THERMOPLASTIC PAVEMENT MARKING SQFT 60.0000 900.00 0.000 0 091 THERMOPLASTIC PAVEMENT MARKING SQFT 90.0000 2,160.00 24.000 2,160 (ENHANCED WET NIGHT VISIBILITY) 092 THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 8,025.00 0.000 0 (SPRAYABLE) 093 PAINT TRAFFIC STRIPE (2-COAT) LF 2.0000 6,240.00 2,930.000 5,860 094 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 380.00 165.000 330 095 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 2,240.00 0.000 0 096 TEMPORARY ELECTRICAL SYSTEMS LS 200,000.0000 200,000.00 0.790 158,000 PROGRAM CAS145 PAGE 5 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 03:17 PM ESTIMATE NO. 031 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 234,412.00 6,654,107.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 228,497.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 234,412.00 6,882,605.15 097 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 7,738,047.00 TOTAL WORK COMPLETED 234,412.00 7,382,605.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -210,800.00 -745,378.26 TOTAL 23,612.00 6,637,226.89 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/21/20 535 05/17/21 05/17/21 11/20/23 520 230 35 0 90% 91% PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER